Javascript must be enabled to continue!
Spatial Modeling of Maximum Capacity Values of Irrecoverable Rainfall Retention by Forests in a Small Watershed
View through CrossRef
With hydrologic calculations being performed, the most important factor
in forming and estimating rainfall runoff is the actual amount of rain
precipitations flowing under the tree canopies of the taiga zone. This
is due to the fact that only a portion of rainfall reaching the soil
through the forest canopy takes part in river runoff formation. At
present, in the understanding of hydrological processes there is no
unanimity on methods of estimating rainfall retention by the canopies of
different tree species in various natural geographical zones. The
existing estimation methods rely on empirical observations of net and
gross rainfall rather than on the results of physical modeling of
moisture on leaf surfaces in droplet form. The disadvantage of the
methods existing in the world is that it is not possible to make a
spatial estimation of rainfall captured by canopies. The purpose of this
study is mapping of maximum rainfall interception capacity for a small
forest watershed. Rainfall is retained on a canopy in droplet form
(droplet size varies from 10.6 to 18.6 mg). Specific water retention
(mass per unit leaf surface area) is determined by the leaf (needle)
roughness. The overall droplet retention on canopies is determined by
leaf surface area and precipitation intensity. The maximum mass of
rainfall retention on the canopies of individual deciduous trees reaches
77 kg, (3.0-4.0 mm per canopy projection area) and that of coniferous
trees is from 24.8 to 58.0 kg (1.9 to 5.9 mm). Taking into account
rainfall losses for canopy interception makes it possible to reduce the
margin of error in calculations of maximum rainfall flood loss from 126
to 25%.
Title: Spatial Modeling of Maximum Capacity Values of Irrecoverable Rainfall Retention by Forests in a Small Watershed
Description:
With hydrologic calculations being performed, the most important factor
in forming and estimating rainfall runoff is the actual amount of rain
precipitations flowing under the tree canopies of the taiga zone.
This
is due to the fact that only a portion of rainfall reaching the soil
through the forest canopy takes part in river runoff formation.
At
present, in the understanding of hydrological processes there is no
unanimity on methods of estimating rainfall retention by the canopies of
different tree species in various natural geographical zones.
The
existing estimation methods rely on empirical observations of net and
gross rainfall rather than on the results of physical modeling of
moisture on leaf surfaces in droplet form.
The disadvantage of the
methods existing in the world is that it is not possible to make a
spatial estimation of rainfall captured by canopies.
The purpose of this
study is mapping of maximum rainfall interception capacity for a small
forest watershed.
Rainfall is retained on a canopy in droplet form
(droplet size varies from 10.
6 to 18.
6 mg).
Specific water retention
(mass per unit leaf surface area) is determined by the leaf (needle)
roughness.
The overall droplet retention on canopies is determined by
leaf surface area and precipitation intensity.
The maximum mass of
rainfall retention on the canopies of individual deciduous trees reaches
77 kg, (3.
0-4.
0 mm per canopy projection area) and that of coniferous
trees is from 24.
8 to 58.
0 kg (1.
9 to 5.
9 mm).
Taking into account
rainfall losses for canopy interception makes it possible to reduce the
margin of error in calculations of maximum rainfall flood loss from 126
to 25%.
Related Results
Comparisons of Retention and Lag Characteristics of Rainfall–Runoff under Different Rainfall Scenarios in Low-Impact Development Combination: A Case Study in Lingang New City, Shanghai
Comparisons of Retention and Lag Characteristics of Rainfall–Runoff under Different Rainfall Scenarios in Low-Impact Development Combination: A Case Study in Lingang New City, Shanghai
An increasing focus has been given to stormwater management using low-impact development (LID), which is regarded as a “near-nature” concept and is utilized to manage and reduce su...
Application of storm transposition to the Middle Cedar Watershed
Application of storm transposition to the Middle Cedar Watershed
<p>On June 13, 2008, after many days of rain, the Cedar River flooded the city of Cedar Rapids. With a peak discharge of 139,987 cfs and at 19.12 feet above flood stage, the ...
Regularity of rainfall timing across Ethiopia: implications for crop production
Regularity of rainfall timing across Ethiopia: implications for crop production
<p>Rainfall timing is a key parameter that farmers rely on to match the cropping season with the time window over which seasonal precipitation provides adequate soil ...
Influence of Cumulative Rainfall on the Occurrence of Landslides in Korea
Influence of Cumulative Rainfall on the Occurrence of Landslides in Korea
This study presents the impact of cumulative rainfall on landslides, following the analysis of cumulative rainfall for 20 days before the landslide. For the 1520 landslides analyze...
Complexity of rainfall dynamics in India in the context of climate change
Complexity of rainfall dynamics in India in the context of climate change
<p>Global climate change has become one of the major environmental issues today. Climate change impacts rainfall (and other hydroclimatic processes) in many ways, inc...
A (small) step towards standardisation in rainfall simulation experiments
A (small) step towards standardisation in rainfall simulation experiments
<p>Rainfall simulation is widely used within hydrological and geomorphological sciences and is particularly important in the study of rainfall-runoff, erosion and pol...
A Study of Rainfall-Runoff Process considering two uncertainties in Basin with multiple dams
A Study of Rainfall-Runoff Process considering two uncertainties in Basin with multiple dams
Forecasting of natural phenomena is generally based on observation data, but it is impossible to measure everything perfectly, and there are uncertainties in the limits of observat...
Biophysical Characteristics of Medo Watershed, Central Rift Valley Area of Ethiopia
Biophysical Characteristics of Medo Watershed, Central Rift Valley Area of Ethiopia
Abstract
Characterizing the biophysical features at a watershed level have a significant input for further improvements to promote sustainable and productive livelihood thr...

